A structural steel spandrel beam frames into a perimeter column using a full-depth connection plate and a full-depth web stiffener on the opposite beam connection. A one-inch clearance is maintained at the grid line below the composite metal deck floor slab. Additional conditions and ceiling heights are coordinated with architectural drawings.
CEILING SEE ARCH FULL DEPTH WEB STIFF OPP BEAM CONNECTION FULL DEPTH CONN PL AT SPANDREL BEAMS 1" CLR GRID SEE ARCH SEE DETAIL FOR INFORMATION NOT NOTED AND FOR CONDITION BTWN BEAMS. WHERE DRIFT JOINT IS CLOSER TO SLAB, SEE / (14 S610) / (12 S610) S610 5 SEE ARCH 1 S802 TYP PROJECT NUMBER The Ridge RIDGE DRIVE LEHI, UTAH 84043 # Description CEILING SEE ARCH FULL DEPTH WEB STIFF OPP BEAM CONNECTION FULL DEPTH CONN PL AT SPANDREL BEAMS 1" CLR GRID SEE ARCH SEE DETAIL FOR INFORMATION NOT NOTED AND FOR CONDITION BTWN BEAMS. WHERE DRIFT JOINT IS CLOSER TO SLAB, SEE / (14 S610) / (12 S610) S610 5 SEE ARCH 1 S802 TYP PROJECT NUMBER The Ridge RIDGE DRIVE LEHI, UTAH 84043 # Description
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership